HomeMy WebLinkAboutContract 61647Date Received: July 8, 2 024
Time Received: 10:00 a.m.
Permit No.: SWFMA-22-0111
City Secretary No.: _6_1_64_7 _____ _
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 8th day of _J_u_ly ___ _,
by and between FW 820, LLC, a Texas limited liability company, hereinafter
referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City".
WITNESSETH
WHEREAS, the Landowner is the owner of certain real property described a tract
of land situated in the Anthony B. Conner Survey, Abstract No. 306, City of Fort Worth,
Tarrant County, Texas according to the deed recorded in Instrument No. D222014220,
Deed Records, Tarrant County, Texas, hereinafter called the "Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property
according to the Site Plan/Subdivision Plan known as Majestic Silver Creek Addition
Phase II, hereinafter called the "Plan", which is expressly made a part hereof, as approved
or to be approved by the City and the Landowner provides for management of storm water
within the confines of the Property; and;
WHEREAS, the City and the Landowner, and their successors and assigns, agree
that the health, safety and welfare of the residents of the City of Fort Worth, Texas require
that on-site Stormwater Management Facilities be constructed and maintained on a portion
of the Property; and
WHEREAS, the City requires that on-site Stormwater Management Facilities
("Facility") as shown on the Plan be constructed and adequately maintained by the
Landowner, its successors and assigns, the location and dimensions of which is shown and
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN 1
more particularly described by metes and bounds in the attached Exhibit "A" ("Facility
Property"); and
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
1. The Landowner, its successors and assigns, shall adequately construct and
maintain the on-site Stormwater Management Facility ("Facility") at no
expense to the City of Fort Worth in accordance with the design specifications
for the Facility, attached as Exhibit "B", and the current standards then in force
and effect in the City of Fort Worth and with the Operations and Maintenance
Plan attached to this Agreement as Exhibit "C". The Stormwater Facility
includes all pipes, channels or other conveyances built to convey Stormwater
to the facility, as well as all structures, improvements, and vegetation provided
to control the quantity and quality of the Stormwater. Adequate maintenance is
herein defined as good working condition so that these facilities are performing
their design functions. The Stormwater Structural Control Maintenance
Checklists, attached to this Agreement as Exhibit "D", are to be used to
establish what good working condition is acceptable to the City.
2. The Landowner, its successors and assigns, shall inspect the Facility and
submit an inspection report to the City annually. The purpose of the inspection
is to assure safe and proper functioning of the Facility. The inspection shall
cover the entire Facility, berms, outlet structure, pond areas, access roads, etc.
Components of the Facility, which need maintenance or replacement to
perform their design function, shall be noted in the inspection report along with
the corrective actions to be taken.
3. The Landowner, its successors and assigns, hereby grant permission to the
City, its authorized agents and employees, to enter upon the Property and to
inspect the Facility Property whenever the City deems necessary. The purpose
of inspection is to follow-up on reported deficiencies and/or to respond to
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
citizen complaints. The City shall provide the Landowner, its successors and
assigns, copies of the inspection findings and a directive to commence with the
repairs if necessary.
4. In the event the Landowner, its successors and assigns, fails to maintain the
Facility in good working condition as specified herein, the City, its authorized
agents and employees, may enter upon the Facility Property and take whatever
steps necessary to correct deficiencies identified in the inspection report and to
charge the costs of such repairs to the Landowner, its successors and assigns.
It is expressly understood and agreed that the City is under no obligation
to routinely maintain or repair said Facility, and in no event shall this
Agreement be construed to impose any such obligation on the City, such
obli�ation is Landowner's.
5. The Landowner, its successors and assigns, will perform the work necessary to
keep the Facility in good working order as appropriate. In the event the City
pursuant to this Agreement, performs work of any nature, or expends any funds
in performance of said work for labor, use of equipment, supplies, materials,
and the like, the Landowner, its successors and assigns, shall reimburse the
City upon demand, within thirty (30) days of receipt thereof for all actual costs
incurred by the City hereunder. In the event that Landowner or its successors
or assigns fail to pay the City for the costs incurred under this section, the City
shall impress a lien for the costs of such work upon other lots owned by the
Landowner. Such lien shall be perfected by filing in the office of the County
Clerk of Tarrant County, Texas an affidavit identifying the property to be
charged with such lien, stating the amount thereof, and making reference to
this Agreement.
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM
ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO
OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE
AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND
THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES,
LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION
WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE
FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE
ABOVE FACILITITY PROPERTY TO MAINTAIN THE FACILITY,
INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF
THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR
PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS
BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3)
FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A
MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA
TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS
HEREUNDER.
7. Landowner covenants and agrees that no habitable building shall be erected
within the boundaries of the Property in which the Facility is located as
outlined on Exhibit "A" but this paragraph shall not preclude construction of
other improvements within the boundaries of the Property in which the Facility
is located, which do not impede drainage. Landowner covenants and agrees
that no habitable building shall be erected on the above property abutting such
boundaries of the Property in which is Facility is located, which shall have a
finished floor at an elevation less than two feet above the maximum depth of
water in the detention pond which would occur during a 100-year frequency
flood.
8. This Agreement shall be recorded among the land records of Tarrant County,
Texas, shall constitute a covenant running with the land, and shall be binding
on the Landowner, its administrators, executors, assigns, heirs and any other
successors in interests, including any property owner's association.
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
Executed this Bth day of July 2024 ----------''-----------
CITY OF FORT WORTH
Dana Burghdoff Assistant City Manager City of Fort Worth
Date: Jul 5, 2024
Approved as to Form and Legality:
Matthew Murray Sr. Assistant City Attorney City Attorney's Office
Date: Jul 3, 2024
ATTEST:
Jannette S. Goodall City Secretary
Date: Jul 8, 2024
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
LANDOWNER
FW 820, LLC, a Texas limited liability company
By: Majestic Silver Creek Investor, LLC, a Delaware limited liability company {�Ip. Its: Manager
B��Its: Manager
Date: _11_1:...._u__,_l _i-{ __ _
Contract Compliance Manager:
By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and repo1iing requirements.
Rebecca Owen (Jul 3, 202416:51 CDT)
Rebecca Owen Planning Manager
Date: Jul 3, 2024
5
Janie Morales for the
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validit of that document.
State of California
county of Los Angeles �
on �une 21, 2024 before me, Daniella Garcia, Notary Public
(insert name and title of the officer)
personally appeared Edward P. Roski Jr.
,
who proved to me on the basis of satisfactory evidence to be the person(-s-} whose name{�} is/a�e
subscribed to the within instrument and acknowledged to me that he/��t-�� executed the same in
his/i�µtf�e+� authorized capacity���-), and that by his/h�r-�t�i� signature{s� on the instrument the
personEs}, or the entity upon behaif of which the person{-s} acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
Signature (Seal)
D�NIELL.e G�RCIA
Netary �ublic - C�lifornia �
� • � Les Anseles Counry
Commission 9 j329iU
�� My Comm. Expires Jui 17, 2024
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
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LEGAL DESCRIPTION
DRAINAGE EASEMENT
BEING a 0.7400 acre (32,234 square foot) tract of land (TRACT 1), a 5.4369 acre (236,948 square foot) tract of land
(TRACT 2) situated in the Anthony B. Conner Survey, Abstract No. 306, City of Fort Worth, Tarrant County, Texas;
said tract being part of Lots 1, 2& 4. Block 3, Majestic Silver Creek Addition, an addition to the City of Fort Worth
according to the plat recorded in Instrument No. D223093603, Official Public Records, Tarrant County, Texas; said
tract also being part of that tract of land described as "Tract 3" in Special Warranty Deed to FW 820, LLC recorded in
Instrument No. D222014220 of said Official Public Records of Tarrant County, Texas; said tract being more
particularly described as follows:
TRACT 1
COMMENCING at a 3/4-inch iron rod found in the west right-of-way line of W Loop 820 North (a variable width
right-of-way); said tract being the northeast corner of said "Tract 3"; said point also being in a curve to the left with a
radius of 5,954.58 feet, a central angle of 00°32'30", and a chord bearing and distance of South 29°24'07" West,
56.28 feet;
THENCE in a southwesterly direction with said curve to the left, an arc distance of 56.29 feet to a point; from said
point a concrete TxDOT monument found at the end of said curve to the left bears in a southwesterly direction an arc
length of 643.85 feet;
THENCE North 60°52'08" West, departing the said west line of W Loop 820 North, a distance of 20.00 feet to the
POINT OF BEGINNING at the beginning of a non-tangent curve to the left
THENCE in a southerly direction, with said non-tangent curve to the left, having a radius of 5,974.58 feet, a central
angle of 01°52'28", and a chord bearing and distance of South 28°11'38" West, 195.46 feet and an arc distance of
195.47 feet to a point for corner;
THENCE South 28°12'57" West, a distance of 32.72 feet to a point for corner;
THENCE North 64°37'58" West, a distance of 64.76 feet to a point for corner at the beginning of a non-tangent curve
to the left;
THENCE in a northerly direction, with said non-tangent curve to the left, having a radius of 145.66 feet, a central
angle of 73°15'18", and a chord bearing and distance of North 31°34'54" West, 173.80 feet and an arc distance of
186.23 feet to a point for corner;
THENCE North 00°03'06" East, a distance of 44.86 feet to a point for corner;
THENCE South 89°56'54" East, a distance of 246.76 feet to a point for corner;
THENCE South 28°37'36" East, a distance of 22.04 feet to the POINT OF BEGINNING and containing 32,234
square feet or 0.7400 acres of land, more or less. EXHIBIT ��A��
DRAINAGE EASEMENT
ANTHONY B. CONNER SURVEY,
ABSTRACT NO. 306
CITY OF FORT WORTH,
TARRANT COUNTY, TEXAS
TRACT 2
BEGINNING at a 5/8-inch iron rod found for the southwest corner of said Lot 4; said point being in the north
right-of-way line of Silver Creek Road (a variable width right-of-way);
THENCE North 00°21'55" West, along the west line of said Lot 1, a distance of 391.12 feet to a 5/8-inch iron rod with
cap stamped "KHA" found for corner; said point being the northwest corner of said Lot 4;
THENCE North 31 °18'40" East, departing north line of said Lot 4, a distance of 71.25 feet to a point for corner;
THENCE North 21 °30'40" East, a distance of 479.12 feet to a point for corner; said point being the beginning of a
tangent curve to the right;
THENCE in a northeasterly direction, with said tangent curve to the right, having a radius of 600.00 feet, a central
angle of 36°20'13", and a chord bearing and distance of North 39°40'46" East, 374.18 feet and an arc distance of
380.52 feet to a point for corner;
THENCE South 33°57'45" East, a distance of 128.58 feet to a point for corner;
THENCE South 32°05'34" West, a distance of 113.42 feet to a point for corner;
THENCE South 22°33'12" West, a distance of 664.73 feet to a point for corner;
THENCE South 00°03'06" West, a distance of 369.99 feet to a point for corner in the north line of said Silver Creek
Road County Road No. 1031;
THENCE North 89°44'49" West, along the said north line of Silver Creek Road County Road No. 1031, a distance of
205.42 feet to the POINT OF BEGINNING and containing 236,948 square feet or 5.4396 acres of land, more or less.
NOTES
Bearing system based on the Texas Coordinate System of 1983(2011 adjustment), North Central Zone (4202). A
survey plat of even survey date herewith accompanies this metes & bounds description.
The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately
sets out the metes and bounds of the subject tracts.
MICHAEL C. BILLINGSLEY
REGISTERED PROFESSIONAL
LAND SURVEYOR NO. 6558
801 CHERRY STREET,
UNIT 11 SUITE 1300
FORT WORTH, TEXAS 76102
PH. 817-335-6511
michael.billinqslevCc�kimlev-horn.com
EXHIBIT "A"
DRAINAGE EASEMENT
ANTHONY B. CONNER SURVEY,
ABSTRACT NO. 306
CITY OF FORT WORTH,
TARRANT COUNTY, TEXAS
CURVE TABLE
NO. DELTA RADIUS LENGTH CHORD BEARING CHORD
C1 0°32'30" 5954.58' 56.29' S29°24'07"W 56.28'
C2 1°52'28" 5974.58' 195.47' N28°11'38"E 195.46'
C3 73°15'18" 145.66' 186.23' S31 °34'54"E 173.80'
LOT 1, BLOCK 1
WHITE SETTLEMENT HIGH SCHOOL
CAB. A, SL. 9928
L5
LOT 2, BLOCK 3 J
MAJESTIC SILVER
CREEK ADDITION
P.O.C.
/
/
�
/
�
3/4" IRF
NORTH
<� v o so � o0
�
GRAPHIC SCALE IN FEET
(INST. NO. D223093603) � P.�.B.
TRACT 3 �� �� I
FW 820, LLC
(INST. NO. D222014220)
TRACT 1 ��,.� LINE TABLE
PRIVATE � ��
DRAINAGE O p' NO. BEARING LENGTH
� � �
EASEMENT � v �\�,� L1 rv6o°52'os"w 20.00'
0.7400 ACRES 3 � �1/ �
LEGEND 32,234 SQ. FT. O � � L2 S28°12'57"W 32.72'
�- O� � L3 N64°37'58"W 64.76'
k h n�
0= CENTRAL ANGLE t� M� ���v L4 N00°03'06"E 44.86'
P.O.C. = POINT OF COMMENCING V� �� V�
P.O.B. = POINT OF BEGINNING O��; ii" �� L5 S89°56'54"E 246.76'
IRSC = 5/8" IRON ROD W/ "KHA" CAP SET � � �
IRFC = IRON ROD W/CAP FOUND � L6 S28°37'36"E 22.04'
CMF = CONCRETE MONUMENT FOUND
NOTES
Bearing system based on the Texas Coordinate System of 1983(2011 adjustment), North Central Zone (4202).
metes & bounds description of even survey date herewith accompanies this survey plat.
AI
The undersigned, Registered Professional Land Surveyor, hereby certifies that this plat of survey accurately sets out
the metes and bounds of the subject tracts.
MICHAEL C. BILLINGSLEY
REGISTERED PROFESSIONAL
LAND SURVEYOR NO. 6558
801 CHERRY STREET,
UNIT 11 SUITE 1300
FORT WORTH, TEXAS 76102
PH. 817-335-6511
michael.billinqslevCc�kimlev-horn.com
EXHIBIT "A"
DRAINAGE EASEMENT
ANTHONY B. CONNER SURVEY,
ABSTRACT NO. 306
CITY OF FORT WORTH,
TARRANT COUNTY, TEXAS
� � � � � � � �
� \ TRACT 2 �
�-� � DRAINAGE
EASEMENT
� F`� �� \ 5.4396 ACRES
o����o � 236,948 SQ. FT. �
� s��
��'O,p�y�'�A
�,�°F �s \
\ O� ��� �5/8" IRFC
� �� (c.M.) �
� v
TRACT 5
FW 820, LLC
(INST. NO. D222014220)
CMF
"TESCO"
I LEGEND
�
J
5/8" IRF
(C.M.)
1 /2" IRFC
"BRITTAIN &
CRAWFORD"
0 = CENTRAL ANGLE
P.O.C. = POINT OF COMMENCING
P.O.B. = POINT OF BEGINNING
IRSC = 5/8" IRON ROD W/ "KHA" CAP SET
IRFC = IRON ROD W/CAP FOUND
CMF = CONCRETE MONUMENT FOUND
N
�
J
L13
P.O.B.
� � ■ � �
MATCH LINE (SEE SHEET 5)
�^ LOT 1, BLOCK 3
v MAJESTIC SILVER
CREEK ADDITION
(INST. NO. D223093603)
TRACT 3
FW 820, LLC
(INST. NO. D222014220)
LOT 4, BLOCK 3
MAJESTIC SILVER
CREEK ADDITION
(INST. NO. D223093603)
TRACT 3
FW 820, LLC
(INST. NO. D222014220)
SILVER CREEK ROAD
COUNTY ROAD NO. 1031
(VARIABLE WIDTH RIGHT-OF-WAY)
ANTHONY 8. CONNOR SURVEY, ABSTRACT NO. 306
H.T. BOYDSTON SURVEY, ABSTRACT NO. 170
NORTH
� 50 100
GRAPHIC SCALE IN FEET
EXHIBIT "A"
DRAINAGE EASEMENT
ANTHONY B. CONNER SURVEY,
ABSTRACT NO. 306
CITY OF FORT WORTH,
TARRANT COUNTY, TEXAS
LOT 1, BLOCK 1
WHITE SETTLEMENT HIGH SCHOOL
CAB. A, SL. 9928
CURVE TABLE
NO. DELTA RADIUS LENGTH CHORC
C1 0°32'30" 5954.58' 56.29' S29°
C2 1°52'28" 5974.58' 195.47' N28'
C3 73°15'18" 145.66' 186.23' S31'
C4 36°20'13" 600.00' 380.52' N39'
LINE TABLE
NO. BEARING LENGTH
L1 N60°52'08"W 20.00'
L2 S28°12'57"W 32.72'
L3 N64°37'58"W 64.76'
L4 N00°03'06"E 44.86'
L5 S89°56'54"E 246.76'
L6 S28°37'36"E 22.04'
L6 N00°21'55"W 391.12'
L7 N31 ° 18'40"E 71.25'
L8 N21 °30'40"E 479.12'
L9 S33°57'45"E 128.58'
L10 S32°05'34"W 113.42'
L11 S22°33'12"W 664.73'
L12 S00°03'06"W 369.99'
L13 N89°44'49"W 205.42'
LOT
MAJE;
CREE
(INST. N(
F
(INST. I
TRA�
DRAIN,
EASEM
5.4396 AC
236,948 SQ
� �� � � i i
MATCH LINE (SEE SHEET 4)
LEGEND
0 = CENTRAL ANGLE
P.O.C. = POINT OF COMMENCING
P.O.B. = POINT OF BEGINNING
IRSC = 5/8" IRON ROD W/ "KHA" CAP SET
IRFC = IRON ROD W/CAP FOUND
CMF = CONCRETE MONUMENT FOUND
NORTH
� 50 100
GRAPHIC SCALE IN FEET
EXHIBIT "A"
DRAINAGE EASEMENT
ANTHONY B. CONNER SURVEY,
ABSTRACT NO. 306
CITY OF FORT WORTH,
TARRANT COUNTY, TEXAS
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
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Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY
OPERATION AND MAINTENANCE PLAN
The only responsibility the City of Fort Worth has in the operation and maintenance of
this Facility is inspection.
General Maintenance Procedures
The structural and functional integrity of the Facility shall be maintained at all times by
removing and preventing drainage interference, obstructions, blockages, or other adverse
effects into, through, or out of the system.
Periodic silt removal shall occur when standing water conditions occur or the pond's
storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin
returned to original lines and grades shown on the approved engineering plans. In
addition, corrective measures are required any time a basin does not drain completely
within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in
basins designed for dry detention purposes.
Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary
to maintain proper operation of the basin. Disposal shall be in accordance with federal,
state and local regulations.
Detention facilities shall be mowed monthly between the months of April and October or
anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream storm sewer system a wire
mesh screen or similar screening device shall be installed over the outlet until final
acceptance.
4. PREVENTIVE MAINTENANCE/INSPECTION
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of maintenance actions, and inspections. The log should
document the condition of the detention system's primary components, mowing,
and silt, litter and debris removal dates. Document aeration of the basin bottoms
and replanting to prevent the sealing of the basin bottom.
• Written maintenance and repair records shall be maintained by the party or
parties signing the attached Agreement and shall be provided to the City upon
request.
STORMWATER FACILITY MAINTENANCE AGREEMENT $
Rev. 11 /17/2016
, v�,���
;,,,�,�,,,;,r,,,,
"Blanketing Nature With Nature"
To Whom it May Concern:
Standard Material Certificatation for Conformance
and Delivery - Excel PP5-8T"'
This document has been drafted to certify Western Excelsior manufactures the Rolled Erosion
Control Product (RECP) marketed as Excel PP5-8. Each blanket is subjected to Western Excelsior's
Quality Assurance Program and is manufactured to the specifications listed in document number
WE_EXCEL_PP58_SPEC. Further, Western Excelsior utilizes industry standardized test procedures to
develop performance references for Excel PP5-8. Document number WE_EXCEL_PP58_PERF presents the
industry standardized testing and results. Installation instructions are provided in document numbers
WE_EXCEL_PP58_SII and WE_EXCEL_PP58_CII for hillslope and channel installations, respectively. A
copy of document number WE_EXCEL_PP58_SPEC is attached; all other documentation may be obtained
by calling Western Excelsior Technical Services at 1-866-540-9810, at www.westernexcelsior.com or
by email at wexcotech@westernexcelsior.com.
Since most Western Excelsior products are sold to distributors and stocked, Western Excelsior
is typically unable to certify material type or quantity delivered to the project/project site. However,
space is provided below for distributor/contractor certification of materials delivered to the project/
project site.
Regards,
�
. � .
Chad M. Lipscomb, PE (CO), CPESC
Director, Technical Services
Western Excelsior Corporation
chad@westernexcelsior.com
866-540-9810
Standard Material Delivery Certification
Material Provided by (Distributor/Contractor):
Material Provided to (Contractor/Project):
Project Name / Project Number:
Rolls/Square Yards Provided:
Specification #:
Signature:
Date:
Title:
������
;�,�������;,r�,,�
"Blanketing Nature With Nature"
Effective: 6/27/201 7
RE: Certificate of Conformance: Excel Pp5-gT"'
To Whom it May Concern:
Chad Lipscomb, PE (CO), CPESC
Director, Technical Services
Western Excelsior Corporation
4609 E. Boonville-New Harmony Rd.
Evansville, IN 47725
(970) 682-4594 Direct (Voice/Text)
chad@westernexcelsior.com
This letter is to certify that Western Excelsior manufactures the Rolled Erosion Control
Product (RECP) marketed as EXCEL PP5-8. Each blanket is subjected to Western Excelsior's Quality
Assurance Program and is manufactured to the specifications listed in document number WE_
EXCEL_PP58_SPEC. Further, Western Excelsior utilizes industry standardized test procedures
to develop performance references for Excel PP5-8. Document number WE_EXCEL_PP58_PERF
presents the industry standardized testing and results. Installation instructions are provided
in document numbers WE_EXCEL_PP58_SII and WE_EXCEL_PP58_CII for hillslope and channel
installations, respectively. A copy of document number WE_EXCEL_PP58_SPEC is attached; all
other documentation may be obtained by calling Western Excelsior Technical Services at 1-866-
540-9810, at www.westernexcelsior.com or by email at wexcotech@westernexcelsior.com.
Regards,
. r'� ,
Chad M. Lipscomb, PE (CO), CPESC
Director, Technical Services
Western Excelsior Corporation
Western Excelsior manufactures a full line of Rolled Erosion Control Products (RECPs). Excel
PP5-8 Turf Reinforcement Mat (TRM) is composed of 100% synthetic components. A matrix of green
synthetic fibers is mechanically (stitch) bound between two UV stabilized, heavy duty synthetic
nets. Stitching is secured on two inch centers using UV stabilized, heavy duty polypropylene
thread. Excel PP5-S is a permanent, three-dimensional TRM that provides immediate erosion
protection and long term turf reinforcement and is intended for slope or channel applications
requiring erosion protection for greater than thirty-six months.
Each roll of EXCEL PP5-8 is made in the USA and manufactured under Western Excelsior's
Quality Assurance Program to ensure a continuous distribution of fibers and consistent thickness.
Typical manufactured properites are provided in Table 1 and product characteristics are provided
in Table 2
Table 1- Specified Expected Values
Tested Property Test Method Value
Tensile Strength (MD) x(TD) ASTM D681 8 25.0 Ib/in (4.4 kN/m) x 18.0 Ib/in (3.2 kN/m)
Elongation (MD) x(TD) ASTM D681 8 25 % x 35 %
Mass Per Unit Area ASTM D6566 8.0 oz/yd^2 (271 g/m�2)
Thickness ASTM D6525 0.34 in (9 mm)
Light Penetration ASTM D6567 35 % open
Water Absorption ASTM D1 1 1 7 N/A %
Resiliency ASTM D 6524 89 %
Porosity Computed 97 %
UV Stability ASTM D 4355 80% (1000 hr) %
Table 2 - Netting
Top Net Type Synthetic, UV Stable
Bottom Net Type Synthetic, UV Stable
Top Net Opening Dimensions OJ in (1 7 mm) x 0.7 in (1 7 mm)
Bottom Net Opening Dimensions 0.7 in (1 7 mm) x 0.7 in (1 7 mm)
Excel PP5-8 is available in multiple roll sizes ranging in width from 8.0 ft to 16.0 ft. and 1 12.5 ft to 600
ft in length. Standard roll sizes are 100 square yards, measuring 8.0 ft wide by 1 12.5 ft long. Custom roll
sizes are available upon request.
The information contained herein may represent product index data, performance ratings, bench scale testing or other material utility quantifications. Each representation may have
unique utility and limitations. Every effort has been made to ensure accuracy, however, no warranty is claimed and no liability shall be assumed by Western Excelsior Corporation
(WEC) or ics affiliates regarding the completeness, accuracy or fitness of these values for any particular application or interpretation. While testing methods are provided for
reference, values shown may be derived from interpolation or adjustment to be representative of intended use. For further information, please feel free to contact WEC.
Document # WE_EXCEL_PP58_SPEC I 866-540-981 0/ wexcotech@westernexcelsior.com � Updated 6/27/201 7
�"�''�.
; E�'1'C+
I ECA ��ih�r�a
Specifications � �.
R�es�u� It�s
A variety of test methods are utilized to determine performance and conformance values for Rolled Erosion
Control Products (RECPs). Information within this document is presented to provide conformance values
and recommended design values. Test results obtained for the Excel PP5-8 Turf Reinforcement Mat (TRM)
and general design values are presented in Tables 1-4. For specific information detailing testing protocols,
results and application of design values, refer to document number WE_EXCEL_PERF_GEN.
Table 1- Bench Scale Testing / NTPEP Table 3- Recommended Design Values''`
est Method Condition Result
2 in per hour 3.32
STM D7101 Bench Scale 4 in per hour 3.81
Rainfall and Rainsplash Test
6 in per hour 6.63
STM D7207 Bench Scale Z.� psf (102 PA) 0.5 in (12
Shear Resistance Test mm)
STM D7322 Bench Scale Top Soil, Fescue, 21
egetation Establishment Day Incubation 599 �
est
NTPEP Report Number ECP-201 6-03-01 1
Table 2- Texas Transportation Institute (TTI) Results
Class Test Condition Result
A < 3H:1 Clay Slope Test N/A
B < 3H:1 Sand Slope Test Approved
C > 3H:1 Clay Slope Test N/A
D > 3H:1 Sand Slope Test N/A
E 2 psf Partially Vegetated Channel Test Approved
F 4 psf Partially Vegetated Channel Test Approved
G 6 psf Partially Vegetated Channel Test Approved
H 8 psf Partially Vegetated Channel Test Approved
Design Value Unvegetated Vegetated
ypical RUSLE Cover Factor 0.1 5 N/A
(C Factor)-�
Maximum Slope Gradient ZH : 1 V N/A
(RUSLE)
Max Allowable Velocity (0.5 in 6.0 ft/s 1 2.0 ft/s
(12mm) soil loss)�`�`* (1.8 m/s) (3.7 m/s)
Max Allowable Shear Stress 1.5 psf 8.0 psf
(0.5 in (12mm) soil loss)*"�'` (72 PA) (383 PA)
CFveg�CFTRM N/A 0.45
==C Factor value compliant with ASTM D6459. """ Shear Stress and
Velocity values compliant with ASTM D6460.
Table 4- HEC-1 5 Resistance to Flow Values
Design Value Unvegetated
Manning'S n @ TdU lower
(0.4 psf (1 8 PA)) 0.031
Manning's n @ Tau m�d
(0.8 psf (36 PA)) 0.030
Manning's n @ Tau upper
0.029
(1 .5 psf (72 PA))
`Recommended Design Values are based on resuhs of standardized
industry full-scale testing and may not be applicable for all field
conditions. For most accurate computation of field performance,
consult Excel Erosion Design (EED) at www.westernexcelsior.com.
The information contained herein may represent product index data, performance ratings, bench scale testing or other material utility quantifications. Each representation may have
unique utility and limitations. Every effort has been made to ensure accuracy, however, no warranty is claimed and no liability shall be assumed by Western Excelsior Corporation
(WEC) or ics affiliates regarding the completeness, accuracy or fitness of these values for any particular application or interpretation. While testing methods are provided for
reference, values shown may be derived from interpolation or adjustment to be representative of intended use. For further information, please feel free to contact WEC.
Document # WE_EXCEL_PP58_PERF � 866-540-981 0/ wexcotech@westernexcelsior.com � Updated 6/27/201 7
�.�..}�
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Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT REPAIRS REPAIRS
INSPECTION DATE REQUIRED MADE NOTES
Mowin
Remove Trash and
debris
Inspect irrigation
system operation
Remove grass
cli in s
Violations Noted
MINOR
INSPECTION
Condition of Pond
Amount of silt in
ond
Amount of silt in
flume
Amount of ponded
water
Amount of wetland
ve etation
Location of Erosion
Percent of ve etation
Condition of trash
uard
Location of Erosion
MAJOR
INSPECTIONS
Condition of
Stormwater Quality
Structure
Type of Stormwater
ualit Structure
Structure type and
Condition
Condition of Ri -Ra
Condition of filtration
s stem
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 11 /17/2016
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT � O
Rev. 11 /17/2016